...Jian Yang; Wenbin Jian; Qingling Liu; Hao Wang; Hongqiang Dou Slow-moving landslides are widespread and potentially highly hazardous, yet no clear physical criterion exists to determine whether they evolve from creep to catastrophic failure. Here, ring shear experiments are integrated with long...

...), subject to full attribution to the original publication and authors. The full terms of this licence may be seen at Link to the terms of the CC BY 4.0 licence. design flexible barriers full-scale tests geohazard mitigation landslides multiple barriers Research Grants Council...

.... Corresponding author Juliette Vicente (j.vicente@massey.ac.nz) 28 10 2025 13 04 2026 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only flow modelling hazard assessment landslides limit equilibrium methods Beneath the Waves...

... are often overlooked in landslide prediction models. In this study, a novel deep learning model is proposed, which incorporates the effects of antecedent rainfall and vegetation to enhance the accuracy of landslide predictions. The effects of antecedent rainfall are extracted from hourly rainfall time...

...Pengjia Song; Giuseppe Buscarnera The intermittent nature of climate forcing causes seasonal groundwater table fluctuations, subjecting slow-moving landslides to cyclic stress changes over long periods. However, the effects of cyclic loading on the landslide kinematics and potential failure remain...

... differential equations capturing flowslide hydromechanics is obtained by specifying them for a perfectly plastic constitutive law. This result enables a comprehensive examination of the factors that control whether the landslide motion, once triggered, autonomously comes to rest (self-regulating behaviour...

... model dilatancy flow characteristics friction granular flow landslides rheology Dry granular flows, such as landslides and subsequent avalanches, mass wasting and mining waste flows are typically triggered after a failure of shallow loose deposits followed by their sliding and acceleration...

... = ϕ ρ s 21 06 2022 25 01 2023 © 2023 Thomas Telford Ltd 2023 landing landslides multiple barriers numerical modelling two-phase Multiple barriers are designed to blend into the topography, to progressively deposit and retain large volumes of debris flow...

... of dual barriers. 2024 Emerald Publishing Limited Published with permission by Emerald Publishing Limited under the CC-BY 4.0 license. (http://creativecommons.org/licenses/by/4.0/) barriers landslides overflow yield stress Debris flows often result in damage to infrastructure...

... materials landslides soil/structure interaction Granular flow is characterised by a large amount of granular material surging downslope with enormous destructive power, and is one of the most catastrophic geo-processes, particularly in mountainous areas (Hungr et al., 2014 ; Thouret...

..., provided the original work is properly cited. capillary properties environmental engineering geotechnical engineering groundwater landslides numerical methods partial saturation slopes suction Shallow landslides pose a serious hazard to human lives and infrastructures, not only...

... model can be readily extended to solve a wide range of large-scale geotechnical applications involving coupled unsaturated seepage–deformation problems. 01 11 2021 19 05 2022 © 2022 Emerald Publishing Limited 2022 coupled flow–deformation analysis landslides large deformation...

... for straightforward use of soil constitutive models in the analysis of the entire life cycle of a flowslide. The proposed framework couples the dynamic motion of a landslide mass with the pore fluid transients taking place within a pre-defined liquefiable zone. The constitutive law modulates the feedback between pore...

...) 2 ν d = ν 1 − R d barriers landing landslides overflow steep creek hazards and 3 R d = 1 − 1 − 2 g ( tan ⁡ ϕ L T + h d ν 2 Channels with slopes greater than 3° (Church, 2010...

...Te Xiao; Li Min Zhang; Raymond Wai Man Cheung; Suzanne Lacasse Rain-induced man-made slope failures pose great threats to public safety as most man-made slopes are formed in densely populated areas. A critical step in managing landslide risks is to predict the time, locations and consequences...

... to properly reproduce the behaviour of debris flows, describing more accurately the time–space evolution of pore-water pressures during the whole propagation stage, considering both propagation impermeable beds and pore pressure dissipation structures such as grids. geotechnical engineering landslides...

... 2021 laboratory tests landfills landslides permeability pore pressures Landfilled MSWs contain multiple biodegradable components that produce multi-phase fluids; these experience multi-field interactions (i.e. leachate and gas flows, heat release, solute transport and compression) (Lu...

... 2021 discrete-element modelling landslides numerical modelling The flow dynamics of debris flows are complicated by the interaction between the solid and the fluid phases. Solid–fluid interaction can alter pore fluid pressure, which in turn regulates the Coulomb friction within...

... of the clastic soil are listed in Table 1 . Table 1. Basic properties of the clastic soil in the shear zone of the Huangtupo landslide Index Range Average Natural water content, w : % 14·8–23·0 18·3 Natural unit weight, γ : kN/cm³ 19·5–21·1 20·6 Void...

...Guoping Lei; Dong Su; Miguel Angel Cabrera The pile response is of great importance to the effectiveness of a row of piles used as a landslide mitigation method. However, the current classifications of the pile responses and failure modes do not consider the effects of soil displacement...